NIT No. 1127/TC/EinC/PWD/25-26

NAME OF PROJECT

DETAILE ESTIMATE FOR CONSTRUCTION OF MASGA JORI CHOWK TO JAMIRA CHOWK ROAD LENGTH 5.00KM (ACTUAL LENGTH 3.00 KM)

B.I.No 6499 of Year 2025-26

B.P. Rs. 30.00 Lakhs

ESTIMATED COST - #REF! Lacs

DETAILE ESTIMATE FOR CONSTRUCTION OF MASGA JORI CHOWK TO JAMIRA CHOWK ROAD LENGTH 5.00KM (ACTUAL LENGTH 3.00 KM)

GENERAL ABSTRACT

SNO. PARTICULARS OF ITEMS NO'S RATE/No's DETAILS AMOUNT IN LAKHS

Part-I Road work

1 Construction of Road Work Attached #REF!

Part-II Bridges and Culvert

Construction of Cross Drainage works

2 1000mm HPC Culvert in ch.- 600,ch,-800,ch.-1055,ch.-1100,ch.-2200,ch.-2700,ch.-2900 and ch.-3000 8 #REF! Attached #REF! #REF!

Part II #REF! 1 SITE CLEARANCE AND DISMANTLING 149920 0.015 0.43

Part - III : Protection Work and RCC DRAIN (i/c GUARD WALL) 2 EARTH WORK 8458804.75 0.846 24.479

1 RCC Drain 0.6x0.6 M #REF! Attached #REF! 3 GRANULAR SUB BASE AND BASE COURSES 9863951 0.986 28.545

2 Toe wall Ch-1/10 and km 3/2 #REF! Attached #REF! 4 BITUMINOUS PAVEMENT 6252383 0.625 18.09

Part III #REF! 5 SLAB, BOX AND PIPE CULVERT AND UNDERPASS 1521016 0.152 4.40

Part - IV : Road Furniture 6 MAJOR, MINOR & VUP BRIDGES 0 0.000 0.00

1 Road Furniture Attached #REF! 7 DRAINAGE AND PROTECTION WORKS 7450318 0.745 21.56

Part IV #REF! 8 TRAFFIC SIGNS, MARKETTING AND OTHER APPURTENANCES 859400 0.086 2.49

Total Part 1+Part II+Part III+Part IV #REF! 9 MAJOR AND MAJOR JUNCTIONS 0 0.000 0.00

Work charge & Contingencies charge as per A/A 320000.00 10 CONCRETE FOR CC ROAD 0 0.000 0.00

Part - V : Land Aquisation and Shifting of Pole 1500000.00 TOTAL 34555792.75 3.456 100.00

Sub Engineer Sub Divisional Officer Executive Engineer

P.W.D. Ambikapur P.W.D. (B&R) Sub Division-2 P.W.D. (B&R) Division

Ambikapur Ambikapur

1 SITE CLEARANCE AND DISMANTLING 205360.00 0.021 0.58

3 GRANULAR SUB BASE AND BASE COURSES 9863951.31 0.986 27.892

4 BITUMINOUS PAVEMENT 6252383.25 0.625 17.68

5 SLAB, BOX AND PIPE CULVERT AND UNDERPASS 1521016 0.152 4.30

6 MAJOR, MINOR & VUP BRIDGES 0 0.000 0.00

7 DRAINAGE AND PROTECTION WORKS 7450318 0.745 21.07

8 TRAFFIC SIGNS, MARKETTING AND OTHER APPURTENANCES 859400 0.086 2.43

9 MAJOR AND MAJOR JUNCTIONS 0 0.000 0.00

10 HARD SHOULDER AND SURFACE PIPE 677915 0.068 1.950

DETAILE ESTIMATE FOR CONSTRUCTION OF MASGA JORI CHOWK TO JAMIRA CHOWK ROAD LENGTH 5.00KM (ACTUAL LENGTH 3.00 KM)

GENERAL ABSTRACT

SNO. PARTICULARS OF ITEMS NO'S RATE/No's DETAILS AMOUNT IN LAKHS

Construction of Cross Drainage works

1 1000mm HPC Culvert in ch.- 600,ch,-800,ch.-1055,ch.-1100,ch.-2200,ch.-2700,ch.-2900 and ch.-3000 8 #REF! Attached #REF! #REF!

Sub Engineer Sub Divisional Officer Executive Engineer

P.W.D. Ambikapur P.W.D. (B&R) Sub Division P.W.D. (B&R) Division

Ambikapur Ambikapur

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Computation of design traffic

x = Number of year between the last count and the year of complection of construction = 1

P = Number of commercial vehicle as per last count ( 75 %)

N = The cumulative number of standard axles to be catered for in the design in terms of MSA ( million standard axel )

A = Initial traffic in year of complection of construction in turn of the number commercial vehicles per day.

D = Lane distribution factor ( as explained in para 3.3.5 ) = 1.00

F = Vehicle damage factor (VDF) value as per para 3.3.4.4) 1.50

n = Design life in year ( as per para 3.3.3 )

r = Annual grouth rate of commercial vehicle ( as per para 3.3.2 ) 5 %

= Hence in our case for this road value of terms are

A = PCU / day = 2145.40

D = ( Single lane 1.00 )

Say 2.0 M S A (Minimum)

= 2.77 Msa Say 3.0 M S A

SUB GRADE:- For design the sub grade strength is assued in terms of the CBR of the sub grade in both fill and sections.

The existing embankment has been constructed from road side borrow area in partly in length, width and height its CBR value about 5% the balance embankment work ( Sub-Grade ) will be done by selected soil having value of CBR not less than 5% the average CBR value is taken 5%.

PAVEMENT THICKNESS & COMPLETION :-

The design of pavement to carry traffic 2.0 MSA and CBR value of sub grade is 5% the total pavement thickness is provide 500 mm consist of 225 mm WMM, 150 mm granular sub base and 50 mm BM, 20 mm MSS as per pavement design catalog plate No. 2 Recmonded designs for Traffic range 2 to 150 MSA and CBR 5%

Crust Provision GSB - 150 mm

B.M. - 50 mm (Minimum)

Sub Engineer Sub Divisional Officer Executive Engineer

P.W.D. (B/R) Sub Division P.W.D. (B/R) Surga Division

Ambikapur Ambikapur

Name of Work :- CONSTRUCTION OF MASGA JORI TO JAMIRA CHOWK ROAD LENGTH 5.00KM (ACTUAL LENGTH 3.00 KM)

Computation of design traffic for 15 year

Formula as per para 3.3:6

x = Number of year between the last count and the year of complection of construction = 1

P = Number of commercial vehicle as per last count ( 75 %)

N = The cumulative number of standard axles to be catered for in the design in terms of MSA ( million standard axel )

A = Initial traffic in year of complection of construction in turn of the number commercial vehicles per day.

D = Lane distribution factor ( as explained in para 3.3.5 ) = 1.00

F = Vehicle damage factor (VDF) value as per para 3.3.4.4) 1.50

n = Design life in year ( as per para 3.3.3 )

r = Annual grouth rate of commercial vehicle ( as per para 3.3.2 ) 5 %

= Hence in our case for this road value of terms are

A = PCU / day = 865.00

D = ( Single lane 1.00 )

Say 5.0 M S A (Minimum)

= 2.77 Msa Say 3.0 M S A

SUB GRADE:- For design the sub grade strength is assued in terms of the CBR of the sub grade in both fill and sections.

The existing embankment has been constructed from road side borrow area in partly in length, width and height its CBR value about 5% the balance embankment work ( Sub-Grade ) will be done by selected soil having value of CBR not less than 5% the average CBR value is taken 5%.

PAVEMENT THICKNESS & COMPLETION :-

The design of pavement to carry traffic 2.0 MSA and CBR value of sub grade is 5% the total pavement thickness is provide 520 mm consist of 250 mm WMM, 250mm granular sub base and 50 mm BM, 20 mm MSS as per pavement design catalog plate No. 2 Recmonded designs for Traffic range 2 to 150 MSA and CBR 5%

Crust Provision B.M. - 50 mm (Minimum)

W.M.M. - 250 mm

G.S.B. - 250 mm

Grainular base with grading V Material, Taken

Sub Engineer Sub Divisional Officer Executive Engineer

P.W.D. (B/R) Sub Division P.W.D. (B/R) Ambikapur Division

Ambikapur Ambikapur

Traffic Census Data Sheet ( Weekly )

Road Classification :- DETAILE ESTIMATE FOR CONSTRUCTION OF MASGA JORI CHOWK TO JAMIRA CHOWK ROAD LENGTH 5.00KM (ACTUAL LENGTH 3.00 KM)

Counter Post :- 1/2 at Masga chouwk

Sub Division :- Sub Division Ambikapr, Division Ambikapur ( C.G. )

Period Fast Vehicles Slow Vehicles Remarks

From To Car, Jeep,Vans Three Wheelar etc. Tractor with Trally Metador, Mini trucks Highwa, Treller Buses Trucks Motor Cycles & Scooter Total column (5 to 10) Animal Drawn Vehicle Cycle Other Total column (13 to 14)

Date Hour Date Hour

Ave. weight per Day :- [email protected] Tonnes - [email protected] Tonnes .@30Tonnes .@9 Tonnes .@12 Tonnes [email protected] Tonnes - [email protected] Tonnes - Total wet.

Ave. P.C.U. Per Day :- .@ 1 P.C.U. - .@ 3 P.C.U. .@ 3 P.C.U. .@ 3 P.C.U. .@ 3 P.C.U. .@ 0.25 P.C.U. - .@ 0.25 P.C.U. - Total P.C.U.

Sub-Engineer Sub-Divisinal Officer Executive Engineer

P.W.D.(B/R) Ambikapur Dnv. P.W.D.(B/R) Sub Division02 P.W.D.(B/R) Ambikapur Dnvison

Ambikapur Ambikapur Ambikapur

DETAILE ESTIMATE FOR CONSTRUCTION OF MASGA JORI CHOWK TO JAMIRA CHOWK ROAD LENGTH 5.00KM (ACTUAL LENGTH 3.00 KM)

WMM - 125 CM II LAYER

WMM - 100 CM I LAYER

TOWE WALL(CH900 OR CH 2100)

SubEngineer Sub-Divisinal Officer Executive Engineer

P.W.D.(B/R) Division P.W.D.(B/R) Sub Dn.02 P.W.D.(B/R) Division

(Ambikapur) (Ambikapur) (Ambikapur)

Check list to accompany the original estimate for construction/ improvement of new road/existing road

S.No. Items Reply by the state PWD Explanatory note if the reply ot column (3) is in the negative

1 Is the Estimate accompanied by all the needed drawings for execution of the project, as per IRC: SP: 19 - 1977 :- Yes / No

2 Have separate Estimate/ Sub estimates been enclose for bridges, over bridges & under bridges falling in the section under consideration ? :- Yes / No

3 Has the economic analysis been attached with the estimate in the case of project costing Rs. 3 crores or more i.e. requiring EFC/Cabinet Committee clearance ? :- Yes / No

4 Whether all the techinical parameters as approved in the technical proposals have been incorporated in the detailed estimate ? :- Yes / No

5 Does the estimate provide for Yes / No

(i) High embankment section Yes / No

(ii) Protection Works Yes / No

(iii) Drainage measures Yes / No

as per designs, where required ?

6 (i) Has the land acquisition been completed ? :- Yes / No

(ii) Whether land to accommodate high embankment as per approved design has been acquired ? :- Yes / No

7 Have the utility Services been relocated, where required ? :- Yes / No

8 (i) Is the estimate based on letest schedule of rates (including the year of updation) :- Yes / No

(ii) Are rates support by analysis in the case of non schedule items ? :- Yes / No

9 Are leads for material as per techinical proposal duly taken in the rates ? :- Yes / No

10 (i) Does the estimate stipulates use of Govt. equipment(s) ? :- Yes / No

(ii) If yes, are its usage charges provided for in the estimate ? :- Yes / No

11 Has action been taken for prequalification of contractors for the work, where applicable ? :- Yes / No

12 (i) Does the project report indicate the detailed physical and financial phasing of construction ? :- Yes / No

(ii) Does the phasing take into account the probable date of fixing the agency and availability of Departmental equipment to hire to the contractor where stipulated ? :- Yes / No

Sub Engineer Sub Divisional Officer Executive Engineer

P.W.D. Sub Division P.W.D. Sub Division P.W.D. (B & R) Division

Ambikapur Ambikapur Ambikapur

DETAILE ESTIMATE FOR CONSTRUCTION OF MASGA JORI CHOWK TO JAMIRA CHOWK ROAD LENGTH 5.00KM (ACTUAL LENGTH 3.00 KM)

The Following document with details available in the estimate file

1 Route alignment With details of ecah curve. L&X section @every 30m. In rural portion and @ 15m. Or near in in hilly portion & town potion. - Not required

2 Availability of the existing land width in each k.m. and whether extra width of short length (for impriving alignment) needs to be acquired and if so what is the stage of L.A. proceeding and what land provision has been made in the estimate. - Land width available

3 Traffic count with location (if branch roads are there location of each such diversion be determined for traffic count with O.D. survery has determined portion avoided for such location. - End of Dhaurpur.

4 Traffic Projection & for how may years. - 15 Year

5 what is the existing length of road if any what is the composition with thickness of (a) earth work (b) G.S.B. (c) Boulder/grade-I metal/grade-II and - III and (d) B.T. heights (has the been clearly indetified in each k.m. wise) - (a) Lenth - 3.00 K.m. (b) G.S.B. - 150.00 mm thick (c) WMM - 225 mm thick (d) BT - BM 50 MM, MSS - 20 MM

6 In the composition of additional crust required for the projected traffic is enconomical compare cost of alternate composition - yes

7 It widening is regarded wiedening crust required done by tapering so as to improve the. -

8 Quarries and with locations and quality tests of Soil murum have been identified and capacity mentioned. - -

9 If C.D. is involved are the survey sheets & details of hydraulics & design available ? Can the provision of hume pipe be avoided and instead box span culvert provided. (A void hume & bombs) - yes

10 For sub grade what is economical the available soil of the reach or bringing soil by transporation Analysis of cost comparison needs to be included. - yes

11 Have you included 1% of cost towards assurance. - No

12 Has the report mention the programe of completion with specific years and have added pries at say 4% to 5% for each subsequent years. - -

13 In the forwarding letter to govt. in P.W.D. & finance has the financial liabilityh till prevision year in the current year & subsequentyear for all on going and now proposed works mentioned Grant/head wise so that the go vat. Both in P.W.D. & finance know the liability by the additional cost of this project. - -

14 Have all the original Survey and field in the office of the execute engineer and for future reference. - -

DETAILE ESTIMATE FOR CONSTRUCTION OF MASGA JORI CHOWK TO JAMIRA CHOWK ROAD LENGTH 5.00KM (ACTUAL LENGTH 3.00 KM)

GENERAL ABSTRACT

Flexible Pavement Length :- 3.0 KM

Total Length :- 3.0KM

S.No. Particulars Amount Cost Per KM (in Lakh)

1 Part - I : Road work (i) Flexible Pavment (3.75 m carriageway) #REF! #REF! #REF!

2 Part - II : Bridges and Culvert #REF! #REF!

3 Part - III : Protection Work and RCC DRAIN (i/c GUARD WALL) #REF! #REF!

4 Part - IV : Road Furniture Work #REF! #REF!

Total #REF! #REF!

1 Add 1% for Work & Contingencies charge #REF!

2 Add 1% for Quality Control #REF!

3 Part - V : Land Aquisation and Shifting of Pole 1500000.00

DETAILE ESTIMATE FOR CONSTRUCTION OF MASGA JORI CHOWK TO JAMIRA CHOWK ROAD LENGTH 5.00KM (ACTUAL LENGTH 3.00 KM)

New Construction :- 3.750 m Carriageway

S.NO. PARTICULAR Normative Cost (Lacs.) Estimated Cost (Lacs.) Justification of Excess/Saving

Part-I Road work

(i) Flexible Pavement 254.55 #REF!

Part-II Bridges and Culvert

Construction of Cross Drainage works

(i) 1xR 1000mm Did.H.P. Culvert (Without Dismantaling) (08Nos.) 15.22 #REF!

Part - III : Protection Work and RCC DRAIN (i/c GUARD WALL)

(ix) RCC Drain 48.6072 #REF! Do to Drain cover provied some area

(ix) Toe Wall 23.3 #REF!

Total Rs. #REF!

DETAILE ESTIMATE FOR CONSTRUCTION OF NH -343 TO SURGUJA UNIVERSITY, BHAKURA, C.G. ROAD (From Km 0.00 to 7.00 km)= 7.00 KM

SN ITEM NO PARTICULARS No L B D/H QTY UNIT

1 2.3 Clearing and grubbing road land including uprooting rank

vegetation, grass, bushes, shrubs, saplings and trees girth up to

300 mm, removal of stumps of trees cut earlier and disposal of

unserviceable materials and stacking of serviceable material to

be used or auctioned up to a lead of 1000 meters including

removal and disposal of top organic soil not exceeding 150 mm

in thickness if required and as per relevant clauses of section-

A In area of light 1 2650 15 - 39750.00 Sqm

2 3.1 Excavation in Soil (by Manual Means.)

Excavation for roadway in soil using including loading in tipper for

carrying of cut earth to embankment site and unloading with all lifts

and lead upto1000 meters as per relevant clauses of section 300.

Total qty of cutting as per volume sheet attached = - - - - 16068.32 cum

4 3.14 Construction of Embankment with Material Deposited from

Roadway Cutting (Construction of embankment with approved

materials having C.B.R.>5 (unless specified otherwise in the

contract) deposited at site from roadway cutting and excavation

from drain and foundation of other structures graded and compacted

to meet requirement of table 300-2)

70% qty. of cutting to be used in embankment - - - - 11247.82 cum

3.12 Construction of embankment with Material Obtained from Borrow Pits/Borrow Area (Construction of embankment with approved material/selected soil having C.B.R.>5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)

Qty. as per sheet attached - - - - 21562.90 cum

Cutting Qty. used in embankment -11247.82

6 4.1 Granular Sub-base as per Table:- 400-1

Construction of granular sub-base by providing graded Material, ,

carriage of mixed Material to work site, spreading in uniform layers

with motor grader on prepared surface watering, rolling and

compacting with vibratory power roller at OMC to achieve the desired

density, complete as per clause 401

A. Plant mix method (with Mechanically crushed stone only)

(a) For Lower Sub-base or Drainage layer with

(i) Grading-IV Material

8 4.1 Wet Mix Macadam (Providing, laying, spreading and compacting

graded stone aggregate to wet mix macadam specification including

premixing the Material with water at OMC in mechanical mix plant

carriage of mixed Material by tipper to site, laying in uniform layers

with paver in sub- base / base course on well prepared surface and

compacting with vibratory roller to achieve the desired density as per

9 9.9 Construction of Shoulders

Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15

11 5.1 Prime coat (Providing and applying primer coat with oil based

bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared

surface of granular Base including clearing of road surface and

spraying primer using mechanical means as per clause 502.

(i) on WBM/WMM surface @0.85 Kg/sqm. 1 2650 10.00 - 26500.00 sqm

12 5.2 Tack coat Providing and applying tack coat with bitumen emulsion

(RS-1, grade confirming to IS:8887) using emulsion pressure

distributor on the prepared bituminous/granular surface cleaned with

mechanical broom and as per clause 503.

(i) Bituminous surface @ 0.25 kg /Sqm Sqm 15.00

(ii) Granular surfaces treated with primes @ 0.30 kg /Sqm 1 2650 10.00 - 26500.00 sqm

13 5.4 Dense Bituminous Macadam (Providing and laying dense

bituminous macadam with minimum 40-60 TPH capacity HMP

using crushed aggregates of specified grading, premixed with

bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and

filler, transporting the hot mix to work site, laying with a hydrostatic

paver finisher to the required grade, level and alignment, rolling with

smooth wheeled, vibratory and tandem rollers to achieve the desired

compaction as per MORTH specification clause No.505 complete in

B With mechanical paver finisher

(ii) for Grading-II(26.5 mm nominal size bitumen content 4.50%) 1 2650 10.00 0.055 1457.500 cum

14 5.5 Bituminous Concrete (Providing and laying bituminous concrete

with minimum 40-60 TPH capacity hot mix plant using crushed

aggregates of specified grading, premixed with bituminous binder @

5.0 to 6.0% by weight of total mix of mix and filler, transporting the

hot mix to work site, laying with a hydrostatic paver finisher with

sensor control to the required grade, level and alignment, rolling with

smooth wheeled, vibratory and tandem rollers to achieve the desired

compaction as per MORTH specification clause No. 507 complete in

B With mechanical paver finisher

(iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 % 1 2650 10.00 0.025 662.500 cum

16 8.14 Kilo Meter Stone (Reinforced cement concrete M15grade kilometer

stone of standard design as per IRC:8-1980, fixing in position

including painting and printing etc)

(i) 5th kilometer stone (precast) Each 2436.00 3 - - - 3.00 each

(ii) Ordinary Kilometer stone (Precast) Each 1460.00 5 - - - 5.00 each

(iii) Hectometer stone (Precast) 20 - - - 20.00 each

17 8.24 Boundary pillar (Reinforced cement concrete M15 grade boundary

pillars of standard design as per IRC:25, fixed in position including

finishing and lettering but excluding painting as per clause 807) 470 - - - 470.00 each

18 8.4 Retro- reflectrorized Traffic signs (Providing and fixing of retr-

-oreflectrorized cautionary, mandatory and informatory sign as per

IRC:67-2012 made of Micro prismatic grade type reflective sheeting

vide clause 801.3, fixed over aluminum sheeting, 1.5 mm thick

supported on a mild steel frame of size 40 x 40 x 5 mm and mild steel

angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by

means of properly designed foundation with M15 grade cement

concrete 45 cm x 45cm x 60cm, 60 cm below ground level as per

approved drawing)

( i ) 90 cm equilateral triangle 5 - - - 5.00 each

( iv ) 80 cm x 60 cm rectangular 15 - - - 15.00 each

19 8.13 Road Marking with Hot Applied Thermoplastic Compound with

Reflectorizing Glass Beads on Bituminous Surface (Providing and

laying of hot applied thermoplastic compound 2.5 mm thick

including reflectorizing glass beads @ 250 gms per sqm area,

thickness of 2.5 mm is exclusive of surface applied glass beads as per

IRC:35-1997. The finished surface to be level, uniform and free from

streaks and holes.) 2 13500 0.10 - 2700.00 sqm

20 3.25(ii) Construction of RCC drain/chamber cover, placing in position,

providing shuttering and concreting by using concrete mixer,

compaction by vibration etc complete as per drawings and technical

specifications excluding reinforcement.

21 3.25(iii) Supplying, Fitting and Placing un-coated HYSD bar

Reinforcement in drain/cover/chamber complete as per Drawing

and Technical Specifications. 20.25 @ 80 1620.00

22 8.23 Providing & Fixing tree studs in Square/ Round shape of 4”

side/diameter made of 2 mm aluminum substrate (Confirming to

IS:736 -Material Designation, 24345 or 1900) end reflective surface

of High Intensity grade as specified in section 801.3 of MORT&H

duly treated with HLVA and fixing the same with four Nos. high

strength nails confirming to 1S:1367 on trees at site each. 500 - - - 500.00 each

Sub Engineer Sub Divisional Officer

P.W.D. Ambikapur P.W.D. (B&R) Sub Division

DETAILE ESTIMATE FOR CONSTRUCTION OF 1x1.5 M SPAN SLAB CULVERT AT KM 7/6, 7/8 ON PARMESHWARPUR TO JAJAWAL ROAD

SN ITEM NO PARTICULARS QTY UNIT RATE AMOUNT

1 2.1 Excavation for Structures Earth work in excavation of

foundation of structures as per drawing and technical

specification, including setting out, construction of shoring and

bracing, removal of stumps and other deleterious matter,

dressing of sides and bottom and backfilling with approved

material including dewatering etc. complete.

(i) Upto 3 m depth cum 146

Ordinary soil 91.56 cum 146.00 13368.00

Ordinary rock 22.89 cum 246.00 5631.00

2 2.1 Add extra 20% in the rates of above items for dewatering

(Assessment of dewatering shall be made as per site condition )

Ordinary soil 85.84 cum 29.20 2507.00

Ordinary rock 28.61 cum 49.20 1408.00

3 2.1 The cost of shoring and shuttering, where needed, be added @ 1

percent on cost of excavation for open foundation. 10804.08 cum 1.46 15774.00

4 2.6 Plain/Reinforced cement concrete in open foundation

complete as per drawing and technical specifications.

A Using concrete mixer

i PCC Grade M15 16.35 cum 4613.00 75423.00

5 3.6 Providing and laying Plain/Reinforced cement concrete in

sub-structure complete as per drawing and technical

specifications section 1500, 1700 and 2200 (Newly laid

concrete shall be covered by gunny bags).

A Height upto 5m

(a) Using concrete Mixer

6 3.9 Back filling behind abutment, wing wall and return wall

complete as per drawing and Technical specification 710.1.4

of I.R.C. 78 and 2200.

(i) Granular material 28.35 cum 905.00 25657.00

7 3.8 Providing weep holes in Brick masonry/ Plain/ Reinforced

concrete abutment, wing wall/return wall with 100 mm

dia. AC pipe, extending through the full width of the structure

with slope of 1 V: 20 H towards drawing face. Complete as

per drawing and Technical specifications section 2706 and 2200 25.20 m 321.00 8089.00

Super Structure

8 4.1 Furnishing and Placing Reinforced/Prestressed cement

concrete in super-structure as per drawing and Technical

Specification sections 1500, 1600 and 1700 (Newly laid

concrete shall be covered by gunny bags).

A RCC Grade M25

I For Solid Slab Super Structure

(a) Using Concrete Mixer

(i) Height upto 5m 10.81 cum 6877.00 74340.00

9 4.2 Supplying, fitting and placing HSD (High Strength

Deformed Steel) bar reinforcement in super-structure

complete as per drawing and technical specifications 2.50 MT 70101.00 175253.00

10 4.4 Providing and laying Cement concrete wearing coat M-30

grade including reinforcement complete as per drawing and

Technical Specifications as per relevant clause of section 2700 1.45 cum 11847.00 17166.00

11 4.5 Construction of precast RCC railing of M30 Grade,

aggregate size not exceeding 12 mm, true to line and grade,

tolerance of vertical RCC post not to exceed 1 in 500, centre

to centre spacing between vertical post not to exceed 2000

mm, leaving adequate space between vertical post for

expansion, complete as per approved drawings and technical

specifications as per relevant clauses of section 1500, 1600,

12 4.28 Providing & filling 37/40 mm. wide expansion joint

between spans in wearing coat with premoulded joint filler,

primer coat and joint sealing compound as per MORT&H

standard drawing No. BD/1-69 'B' and specifications as per

section 2600 in:-

(i) R.C.C. 75 mm deep wearing coat 18.30 m 150.00 2745.00

13 3.14 Construction of Embankment with Material Deposited from

Roadway Cutting (Construction of embankment with approved

materials having C.B.R.>5 (unless specified otherwise in the

contract) deposited at site from roadway cutting and excavation

from drain and foundation of other structures graded and compacted

to meet requirement of table 300-2) 388.80 cum 80.00 31104.00

14 4.1 B Granular Sub-base as per Table:- 400-1

Construction of granular sub-base by providing graded Material, ,

carriage of mixed Material to work site, spreading in uniform layers

with motor grader on prepared surface watering, rolling and

compacting with vibratory power roller at OMC to achieve the desired

density, complete as per clause 401

By Mix in place method

Disintegrated rock i.e moorum having CBR value not less than 20 and

P.I. and L.L. not more than 6 and 20 respectively.

(For Village roads only) 48.00 cum 460.00 22080.00

Amount- 1137152.00

Sub Engineer Sub Divisional Officer Executive Engineer

P.W.D. Surajpur P.W.D. (B&R) Sub Division P.W.D. (B&R) Division

Surajpur Surajpur

DETAILE ESTIMATE FOR CONSTRUCTION OF 1x1.5 M SPAN SLAB CULVERT

SN ITEM NO PARTICULARS QTY UNIT RATE AMOUNT

1 2.1 Excavation for Structures Earth work in excavation of

foundation of structures as per drawing and technical

specification, including setting out, construction of shoring and

bracing, removal of stumps and other deleterious matter,

dressing of sides and bottom and backfilling with approved

material including dewatering etc. complete.

(i) Upto 3 m depth cum 146

Ordinary soil 86.59 cum 146.00 12642.00

Ordinary rock 21.65 cum 246.00 5325.00

2 2.1 Add extra 20% in the rates of above items for dewatering

(Assessment of dewatering shall be made as per site condition )

Ordinary soil 86.59 cum 29.20 2528.00

Ordinary rock 21.65 cum 49.20 1065.00

3 2.6 Plain/Reinforced cement concrete in open foundation

complete as per drawing and technical specifications.

A Using concrete mixer

i PCC Grade M15 21.62 cum 4613.00 99710.00

4 3.6 Providing and laying Plain/Reinforced cement concrete in

sub-structure complete as per drawing and technical

specifications section 1500, 1700 and 2200 (Newly laid

concrete shall be covered by gunny bags).

A Height upto 5m

(a) Using concrete Mixer

5 3.8 Providing weep holes in Brick masonry/ Plain/ Reinforced

concrete abutment, wing wall/return wall with 100 mm

dia. AC pipe, extending through the full width of the structure

with slope of 1 V: 20 H towards drawing face. Complete as

per drawing and Technical specifications section 2706 and 2200 25.20 cum 321.00 8089.00

Super Structure

6 4.1 Furnishing and Placing Reinforced/Prestressed cement

concrete in super-structure as per drawing and Technical

Specification sections 1500, 1600 and 1700 (Newly laid

concrete shall be covered by gunny bags).

A RCC Grade M25

I For Solid Slab Super Structure

(a) Using Concrete Mixer

(i) Height upto 5m 10.09 cum 6877.00 69419.00

7 4.2 Supplying, fitting and placing HSD (High Strength

Deformed Steel) bar reinforcement in super-structure

complete as per drawing and technical specifications 2.28 MT 70101.00 159802.00

8 4.4 Providing and laying Cement concrete wearing coat M-30

grade including reinforcement complete as per drawing and

Technical Specifications as per relevant clause of section 2700 1.45 cum 11847.00 17166.00

9 4.28 Providing & filling 37/40 mm. wide expansion joint

between spans in wearing coat with premoulded joint filler,

primer coat and joint sealing compound as per MORT&H

standard drawing No. BD/1-69 'B' and specifications as per

section 2600 in:-

(i) R.C.C. 75 mm deep wearing coat 18.30 M 150.00 2745.00

Amount- 922323.00

Sub Engineer Sub Divisional Officer Executive Engineer

P.W.D. Ambikapur P.W.D. (B&R) Sub Division P.W.D. (B&R) Division

Ambikapur Ambikapur

DETAILE ESTIMATE FOR CONSTRUCTION OF 1x1.5 M SPAN SLAB CULVERT

SN ITEM NO PARTICULARS No L B D/H QTY UNIT

1 2.1 Excavation for Structures Earth work in excavation of

foundation of structures as per drawing and technical

specification, including setting out, construction of shoring and

bracing, removal of stumps and other deleterious matter,

dressing of sides and bottom and backfilling with approved

material including dewatering etc. complete.

(i) Upto 3 m depth

Ordinary soil 80% 86.59 cum

Ordinary rock 20% 21.65 cum

2 2.1 Add extra 20% in the rates of above items for dewatering

(Assessment of dewatering shall be made as per site condition )

Ordinary soil 86.59 cum

Ordinary rock 21.65 cum

3 2.6 Plain/Reinforced cement concrete in open foundation

complete as per drawing and technical specifications.

A Using concrete mixer

i PCC Grade M15

4 3.6 Providing and laying Plain/Reinforced cement concrete in

sub-structure complete as per drawing and technical

specifications section 1500, 1700 and 2200 (Newly laid

concrete shall be covered by gunny bags).

A Height upto 5m

(a) Using concrete Mixer

(i) P.C.C. Grade M-15

5 3.8 Providing weep holes in Brick masonry/ Plain/ Reinforced

concrete abutment, wing wall/return wall with 100 mm

dia. AC pipe, extending through the full width of the structure

with slope of 1 V: 20 H towards drawing face. Complete as

per drawing and Technical specifications section 2706 and 2200 24 1.05 25.20 cum

Super Structure

6 4.1 Furnishing and Placing Reinforced/Prestressed cement

concrete in super-structure as per drawing and Technical

Specification sections 1500, 1600 and 1700 (Newly laid

concrete shall be covered by gunny bags).

A RCC Grade M25

I For Solid Slab Super Structure

(a) Using Concrete Mixer

(i) Height upto 5m

Bearing Cap Over

Wheel Guard 2x3 0.40 0.40 0.40 0.38

7 4.2 Supplying, fitting and placing HSD (High Strength

Deformed Steel) bar reinforcement in super-structure

complete as per drawing and technical specifications

8 4.4 Providing and laying Cement concrete wearing coat M-30

grade including reinforcement complete as per drawing and

Technical Specifications as per relevant clause of section 2700 1 2.30 8.40 0.075 1.45 cum

9 4.28 Providing & filling 37/40 mm. wide expansion joint

between spans in wearing coat with premoulded joint filler,

primer coat and joint sealing compound as per MORT&H

standard drawing No. BD/1-69 'B' and specifications as per

section 2600 in:-

(i) R.C.C. 75 mm deep wearing coat - 18.30 - - 18.30 M

Sub Engineer Sub Divisional Officer

P.W.D. Ambikapur P.W.D. (B&R) Sub Division

DETAILE ESTIMATE FOR CONSTRUCTION OF 1x3.0 M SPAN SLAB CULVERT ON 2/8 NH -343 TO SURGUJA UNIVERSITY, BHAKURA, C.G.

SN ITEM NO PARTICULARS QTY UNIT RATE AMOUNT

1 2.1 Excavation for Structures Earth work in excavation of

foundation of structures as per drawing and technical

specification, including setting out, construction of shoring and

bracing, removal of stumps and other deleterious matter,

dressing of sides and bottom and backfilling with approved

material including dewatering etc. complete.

(i) Upto 3 m depth cum 146

Ordinary soil 168.42 cum 146.00 24590.00

Ordinary rock 42.11 cum 246.00 10358.00

2 2.1 Add extra 20% in the rates of above items for dewatering

(Assessment of dewatering shall be made as per site condition )

Ordinary soil 168.42 cum 29.20 4918.00

Ordinary rock 42.11 cum 49.20 2072.00

3 2.6 Plain/Reinforced cement concrete in open foundation

complete as per drawing and technical specifications.

A Using concrete mixer

i PCC Grade M15 26.32 cum 4613.00 121396.00

4 3.6 Providing and laying Plain/Reinforced cement concrete in

sub-structure complete as per drawing and technical

specifications section 1500, 1700 and 2200 (Newly laid

concrete shall be covered by gunny bags).

A Height upto 5m

(a) Using concrete Mixer

5 3.8 Providing weep holes in Brick masonry/ Plain/ Reinforced

concrete abutment, wing wall/return wall with 100 mm

dia. AC pipe, extending through the full width of the structure

with slope of 1 V: 20 H towards drawing face. Complete as

per drawing and Technical specifications section 2706 and 2200 40.00 m 321.00 12840.00

Super Structure

6 4.1 Furnishing and Placing Reinforced/Prestressed cement

concrete in super-structure as per drawing and Technical

Specification sections 1500, 1600 and 1700 (Newly laid

concrete shall be covered by gunny bags).

A RCC Grade M25

I For Solid Slab Super Structure

(a) Using Concrete Mixer

(i) Height upto 5m 14.89 cum 6877.00 102374.00

7 4.2 Supplying, fitting and placing HSD (High Strength

Deformed Steel) bar reinforcement in super-structure

complete as per drawing and technical specifications 3.032 MT 70101.00 212514.00

8 4.4 Providing and laying Cement concrete wearing coat M-30

grade including reinforcement complete as per drawing and

Technical Specifications as per relevant clause of section 2700 2.394 cum 11847.00 28362.00

9 4.28 Providing & filling 37/40 mm. wide expansion joint

between spans in wearing coat with premoulded joint filler,

primer coat and joint sealing compound as per MORT&H

standard drawing No. BD/1-69 'B' and specifications as per

section 2600 in:-

(i) R.C.C. 75 mm deep wearing coat 19.80 M 150.00 2970.00

Amount- 2163699.00

Sub Engineer Sub Divisional Officer Executive Engineer

P.W.D. Ambikapur P.W.D. (B&R) Sub Division P.W.D. (B&R) Division

Ambikapur Ambikapur

DETAILE ESTIMATE FOR CONSTRUCTION OF 1x3.0 M SPAN SLAB CULVERT ON 2/8 NH -343 TO SURGUJA UNIVERSITY, BHAKURA, C.G.

SN ITEM NO PARTICULARS No L B D/H QTY UNIT

1 2.1 Excavation for Structures Earth work in excavation of

foundation of structures as per drawing and technical

specification, including setting out, construction of shoring and

bracing, removal of stumps and other deleterious matter,

dressing of sides and bottom and backfilling with approved

material including dewatering etc. complete.

(i) Upto 3 m depth

Ordinary soil 80% 168.42 cum

Ordinary rock 20% 42.11 cum

2 2.1 Add extra 20% in the rates of above items for dewatering

(Assessment of dewatering shall be made as per site condition )

Ordinary soil 168.42 cum

Ordinary rock 42.11 cum

3 2.6 Plain/Reinforced cement concrete in open foundation

complete as per drawing and technical specifications.

A Using concrete mixer

i PCC Grade M15

4 3.6 Providing and laying Plain/Reinforced cement concrete in

sub-structure complete as per drawing and technical

specifications section 1500, 1700 and 2200 (Newly laid

concrete shall be covered by gunny bags).

A Height upto 5m

(a) Using concrete Mixer

(i) P.C.C. Grade M-15

5 3.8 Providing weep holes in Brick masonry/ Plain/ Reinforced

concrete abutment, wing wall/return wall with 100 mm

dia. AC pipe, extending through the full width of the structure

with slope of 1 V: 20 H towards drawing face. Complete as

per drawing and Technical specifications section 2706 and 2200 40 1.45 58.00 cum

Super Structure

6 4.1 Furnishing and Placing Reinforced/Prestressed cement

concrete in super-structure as per drawing and Technical

Specification sections 1500, 1600 and 1700 (Newly laid

concrete shall be covered by gunny bags).

A RCC Grade M25

I For Solid Slab Super Structure

(a) Using Concrete Mixer

(i) Height upto 5m

Bearing Cap over

Wheel Guard 2x5 0.40 0.40 0.40 0.64

7 4.2 Supplying, fitting and placing HSD (High Strength

Deformed Steel) bar reinforcement in super-structure

complete as per drawing and technical specifications

Skin reinforcement 336.33 5.00 1681.67

Cap + wheel guard 4.67 120.00 560.64

8 4.4 Providing and laying Cement concrete wearing coat M-30

grade including reinforcement complete as per drawing and

Technical Specifications as per relevant clause of section 2700 1 3.80 8.40 0.075 2.39 cum

9 4.28 Providing & filling 37/40 mm. wide expansion joint

between spans in wearing coat with premoulded joint filler,

primer coat and joint sealing compound as per MORT&H

standard drawing No. BD/1-69 'B' and specifications as per

section 2600 in:-

(i) R.C.C. 75 mm deep wearing coat - 19.80 - - 19.80 M

Sub Engineer Sub Divisional Officer

P.W.D. Ambikapur P.W.D. (B&R) Sub Division

To enable entering data into the sheet, please click on 'Enable Editing'.

Please insert items from 12th row.

Every row will be considered as a distinct item.

The row, in which the two fields- 'Item Code' and 'Description' are blank, will not be considered.

If 'CREDIT ITEM' is not entered, default value '0' will be taken.

If 'Calc Field' is not entered, default value 'N' will be taken.

MAX ITEM LIMIT IN EACH EXCEL FILE IS 1000

NIT SCHEDULE FOR CONSTRUCTION OF CHHINDKALO CHOWK VIA KOTEYA TO SHIVPUR ROAD(INCLUDING CULVERTS) IN SURGUJA DISTRICT LENGTH=4.687 KM

P.A.C. Amount :- 816.32 Lacs

SERIAL No. Department SOR Year Item Code Description UOM Rate Quantity Amount Ref Serial No CREDIT ITEM (0/1) Calc Field(Y/N)

1 PWD PWD ROAD 2025 2.4 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant clauses of section- 200. A). In area of light jungle Hac. 61253.00 1.875 114837.00 0 0 N

2 PWD PWD ROAD 2025 2.5 2.5 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with including all leads and lifts and as per relevant clauses of section-200 in (i) Lime / Cement Concrete B. Cement Concrete Grade M-15 Cum 563.00 561.60 316181.00 0 0 N

3 PWD PWD ROAD 2025 2.5 C 2.5 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with including all leads and lifts and as per relevant clauses of section-200 in (i) Prestresed Reinforced Cement Concrete B. Cement Concrete Grade M-20 Cum 1342.00 13.06 17521.00 0 0 N

4 PWD PWD ROAD 2025 3.2 Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead as per relevant clauses of section 300. Cum 103.00 2758.36 284111.00 0 0 N

5 PWD PWD ROAD 2025 3.3 Excavation in ordinary rock (by Manual Means) including loading in a truck and carrying of excavated material to embankment site with in all leads & lifts as per relevant clauses of section 300. Cum 338.00 1182.15 399567.00 0 0 N

6 PWD PWD ROAD 2025 3.14 Construction of Embankment/Sub Grde with Material Deposited from Roadway Cutting (Construction of embankment/sub grade with approved materials having required C.B.R. (unless specified otherwise in the contract) deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) Cum 82.00 2758.36 226186.00 0 0 N

7 PWD PWD ROAD 2025 3.12 Construction of embankment with Material Obtained from Borrow Pits/Borrow Area (Construction of embankment with approved material/selected soil having C.B.R.>5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) Cum 238.00 54185.67 12896189.00 0 0 N

8 PWD PWD ROAD 2025 3.13 Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area (Construction of sub-grade with approved material/selected soil having C.B.R.>8 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) Cum 268.00 28229.59 7565530.00 0 0 N

9 PWD PWD ROAD 2025 9.7 A (iii) Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia complying to IS:458, across the road (new construction), extending from drain to drain in cuts and toe of slopes to toe of slopes in fills, excluding constructing head walls at ends, providing a fill of granular material over top and sides of RCC pipes, bedded on a 0.3 m thick layer of granular material free of rock pieces , outer to outer distance of pipes at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts , joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 and approved drawings. (iii) Triple row for three utility service 300 mm dia Cum 3154.00 160.00 504640.00 0 0 N

10 PWD PWD ROAD 2025 4.1 Granular Sub-base as per Table:400-1 Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401. A. Plant mix method (with Mechanically crushed stone only) b) For Lower Sub-base with - (i) Grading-V Material Cum 1573.00 4941.95 7773687.00 0 0 N

11 PWD PWD ROAD 2025 4.1 Granular Sub-base as per Table:400-1 Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401. A. Plant mix method (with Mechanically crushed stone only) a) For Lower Sub-base with - (i) Grading-VI Material Cum 1586.00 3062.97 4857873.00 0 0 N

12 PWD PWD ROAD 2025 4.6 Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.) Cum 1606.00 5383.33 8645634.00 0 0 N

13 PWD PWD ROAD 2025 4.11 Construction of Shoulders Construction of shoulders with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering, rolling etc. complete as per clause 408. A). With Vibratory roller Cum 327.00 2439.40 797684.00 0 0 N

14 PWD PWD ROAD 2025 5.1 Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502. (i) on WBM/WMM surface @0.85 Kg/sqm. Cum 77.00 22688.38 1747005.00 0 0 N

15 PWD PWD ROAD 2025 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503 (i) Bituminous surface @ 0.25 kg /Sqm (ii) Granular surfaces treated with primes @ 0.30 kg /Sqm Cum 18.00 22688.38 408391.00 0 0 N

16 PWD PWD ROAD 2025 5.3 Bituminous Macadam (Providing and laying bituminous macadam as per clause 504 with mixed prepared in minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction) B With mechanical paver finisher (ii) for Grading-II(19 mm nominal maximum size, bitumen content 3.40%) Cum 6190.00 1134.42 7022060.00 0 0 N

17 PWD PWD ROAD 2025 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508) II. With mechanical paver finisher A With bitumen ii Type B ( 13.2 mm to0.09 mm size aggregates ) Cum 142.00 22688.38 3221750.00 0 0 N

19 PWD PWD ROAD 2025 6.1 Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub-base as per IRC:SP-49 over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601. Cum 2562.00 525.60 1346587.00 0 0 N

20 PWD PWD ROAD 2025 6.2 Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement as per IRC:58 over a prepared sub-base, coarse and fine aggregate conforming to IS:383 and graded as per table 600-3 mixed in a batching and mixing plant as per approved mix design, transported to site, laid with slip form / fixed form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per clause 602. ii) With Cement concrete grade M-30 and minimum cement content @ 375 kg/cum. Cum 4881.00 1008.00 4920048.00 0 0 N

21 PWD PWD ROAD 2025 8.14 Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (ii) Ordinary Kilometer stone (Precast) Each 1829.00 5.00 9145.00 0 0 N

22 PWD PWD ROAD 2025 8.14 (iii) 5 th Kilometer stone (Precast) Each 3096.00 1.00 3096.00 0 0 N

23 PWD PWD ROAD 2025 8.14 (iii) Hectometer stone (Precast) Each 523.00 20.00 10460.00 0 0 N

24 PWD PWD ROAD 2025 3.20 A (ii) Providing and laying Pre cast RCC open drain of required size made of grade RCC M-25 as per structural drawing including arrangements for lifting, placing and jointing in drain segments, transportation of pre cast segements to work site excavation, 100mm thick base concrete grade M-15 laid in required slope, placing the drain segements in required slope, aligning to line and length, including joining of the drain segements to each other with cement mortar 1:1 and back filling of haunches including compacting to required density as instructed by Engineer-in-charge as per drawing. meter 3526.00 286.00 1008436.00 0 0 N

25 PWD PWD ROAD 2025 3.27 (ii) Construction of RCC drain/chamber/cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement. with RCC M-20 Cum 4724.00 32.175 151995.00 0 0 N

26 PWD PWD ROAD 2025 3.27 (iii) Construction of RCC drain/chamber/cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement. with RCC M-20 Cum 65434.00 32.175 2105339.00 0 0 N

27 PWD PWD_BRIDGE 2025 2.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) as per section 304. I). Ordinary soil (i) Upto 3 m depth Cum 161.00 1222.46 196816.00 0 0 N

28 PWD PWD_BRIDGE 2025 2.1 (ii) Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) as per section 304. ii). In Ordinary Rock (not requiring Blasting) Cum 260.00 70.15 18238.00 0 0 N

29 PWD PWD_BRIDGE 2025 2.6 (A) (i) Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications as per section 1500,1700 & 2100. A). Using batch type concrete mixer with integrated weigher. (i) PCC Grade M15 Cum 4791.00 154.62 740784.00 0 0 N

30 PWD PWD_BRIDGE 2025 2.6 (A) (ii) Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications as per section 1500,1700 & 2100. A). Using batch type concrete mixer with integrated weigher. (ii) PCC Grade M20 Cum 5135.00 931.29 4782195.00 0 0 N

31 PWD PWD_BRIDGE 2025 3.6 (a) (ii) Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 A). Height upto 5m (a) Using batch type concrete mixer with integrated weigher (ii) P.C.C. Grade M-20 Cum 5512.00 820.56 4522952.00 0 0 N

32 PWD PWD ROAD 2025 9.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material in tipper and unloading with all leads & lifts as directed by Engineer-in-charge.) Cum 130.00 484.14 62938.00 0 0 N

33 PWD PWD ROAD 2025 9.8 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. (i) PCC Grade M15 Cum 3815.00 24.6480 94032.00 0 0 N

34 PWD PWD ROAD 2025 9.8 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. (ii) PCC Grade M20 Cum 4255.00 285.90 1216504.00 0 0 N

35 PWD PWD ROAD 2025 9.4 (D) Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe on first class bedding Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe complying to IS:458, with ends casted as per the requirements of flush jointing of pipes for culverts on first class bedding of granular material including joints duely filled and finished with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. D). 1000 mm dia meter 5584.00 90.00 502560.00 0 0 N

36 PWD PWD ROAD 2025 9.9 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification as per clause 2503. Cum 2162.00 66.46 143697.00 0 0 N

37 PWD PWD_BRIDGE 2025 4.1 (A) Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 A). RCC Grade M25 I). For Solid Slab Super Structure (a) Using batch type concrete mixer with integrated weigher. (i) Height upto 5m Cum 6678.00 75.35355 503211.00 0 0 N

38 PWD PWD_BRIDGE 2025 4.4 Providing and laying Cement concrete wearing coat M-35 grade including reinforcement of 8 mm diameter @ 150 mm c/c spacing in both ways for each 75 mm thickness of concrete complete as per drawing and Technical Specifications as per section 2700 Cum 12864.00 7.56 97208.00 0 0 N

39 PWD PWD_BRIDGE 2025 4.2 Supplying, fitting and placing HSD bar reinforcement in super-structure complete as per drawing and technical specifications as per section 1600 MT 81366.00 3.95 321314.00 0 0 N

40 PWD PWD_BRIDGE 2025 3.9 Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing & Technical specifications section 2706 & 2200 meter 438.00 101.00 44238.00 0 0 N

41 PWD PWD_BRIDGE 2025 3.10 Back filling behind abutment, wing wall and return wallcomplete as per drawing and Technical specification 710.1.4of I.R.C. 78 and 2200.(i) Granular material cum 1011.00 317.98 321479.96 0 0 N

42 PWD PWD_BRIDGE 2025 3.11 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 and 2200 cum 1968.00 137.92 271424.00 0 0 N

43 PWD PWD_BRIDGE 2025 4.18 (C) Filler Joint Providing and fixing in position 20 mm thick premoulded joint filler ( 12 m long x 30 cm deep ) in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. sqm 697.00 16.12769 11241.00 0 0 N

44 PWD PWD_BRIDGE 2025 4.18 (D) Filler Joint Providing and filling joint sealing compound (12 m long x 100 mm wide x 10 mm deep recess) as per drawings and technical specifications with coarse sand and 6% bitumen by weight sqm 320.00 16.12626 5160.40 0 0 N

45 PWD PWD ROAD 2025 4.18 Providing and fixing guard stones 200 x 200 x 900 mm made of precast RCC M-20 grade fixed at 300 mm into the ground in P.C.C. 1:3:6 blocks of size 400 x 400 x 400 mm and given two coats of paint with white and black bands including excavation. Each 525.00 200.00 105000.00 0 0 N

46 PWD PWD ROAD 2025 8.24 Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per clause 807) Each 431.00 200.00 86200.00 0 0 N

47 PWD PWD ROAD 2025 8.38 (A) Metal Beam Crash Barrier A). Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3. meter 3351.00 205.60 688966.00 0 0 N

48 PWD PWD ROAD 2025 8.22 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface. Providing and laying of hot applied thermoplastic compound as per MoRTH Grade 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes. sqm 627.00 585.88 367344.00 0 0 N

49 PWD PWD ROAD 2025 8.5(I)(A)(b) Retro- reflectrorized Traffic signs as per Clause 801 Providing and fixing of retro- reflectrorized cautionary, mandatory and informatory sign over reflectrorized sheeting of required grade confirming to ASTM D 4956 as per IRC:67-2022 made of retro-reflective type sheeting fixed over Aluminium Sheeting/Aluminum Composite Material (ACM) sheeting including application of fluorocarbon coating applied on exposed surface of aluminium to ensure corrosion resistance, supported on a mild steel back frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with Ml5 grade cement concrete 45 cm x 45cm x 60cm, as per approved drawing and painting all exposed components of the signs andsupports with primer and 2 coats of epoxy paints or powder coating and the part of post below ground shall be painted with 3 coats of redoxide paint as per clause 7.2 of IRC:67-2022) (Note: The details of manufacturer, type of sheeting, month and year of installation, project details and other details along with QR code as detailed in clause 13.2 and Annexure-VII of IRC:67-2022 shall be printed on back side of the sign board.) (I) With Aluminium Sheeting (A) Made of Class-A High Intensity Mirco Prismatic Engineering Grade Sheeting of Type I confirming to Table 6.3 of IRC:67-2022 (for ODR & Village Roads) (b) With Aluminium Sheeting of 1.5 mm thickness (i) 600 mm equilateral triangle Each 2732.00 20.00 54640.00 0 0 N

50 PWD PWD ROAD 2025 8.5 (ii) 600 mm circular Each 3315.00 6.00 19890.00 0 0 N

51 PWD PWD ROAD 2025 8.5 (iii) 600 mm x 500 mm rectangular Each 3423.00 18.00 61614.00 0 0 N

52 PWD PWD ROAD 2025 8.6© Direction and Place Identification signs upto 0.9 sqm size board as per Clause 8.1. Providing and erecting direction and place identification retro- reflectrorized sign Digitally Printed over reflectrorized sheeting of required grade confirming to ASTM D 4956 including covering with transparent sheeting (lamination sheeting) to protect from fading and damage due to wheather effect as per IRC:67-2022 made of retro-reflective type sheeting fixed over Aluminum sheeting / Aluminium Composit Material (ACM) Sheeting including application of fluorocarbon coating applied on exposed surface of aluminium to ensure corrosion resistance, supported on a mild steel back frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with Ml5 grade cement concrete 45 cm x 45cm x 60cm, 60 cm below ground level as per approved drawing and painting all exposed components of the signs and supports with primer and 2 coats of epoxy paints or powder coating and the part of post below ground shall be painted with 3 coats of redoxide paint as per clause 7.2 of IRC:67-2022. (Note: The details of manufacturer, type of sheeting, month and year of installation, project details and other details along with QR code as detailed in clause 13.2 and Annexure-VII of IRC:67-2022 shall be printed on back side of the sign board.) (C) Made of Class-A High Intensity Mirco Prismatic Engineering Grade Sheeting of Type I confirming to Table 6.3 of IRC:67-2022 (for ODR & Village Roads) Each 8643.00 4.50 38894.00 0 0 N

Say Rs. 816.32 Lacs

Sub Engineer Sub Divisional Officer Executive Engineer

P.W.D. Ambikapur P.W.D. (B&R) Sub Division P.W.D. (B&R) Division

Ambikapur Ambikapur